HomeMy WebLinkAbout2006-P09861 - septic PERMIT
CI`TY OF ORONO
2750 KElley Parkway- PO Box 66 Permit Number: p09861
Crystal Bay, Minnesota 55323 Permit Type: Se tic
(952) 249-4600 p
Date Issued: 5/15/2006
SITE ADDRESS: 390 Big Island Unit#
Excelsior,MN 55331
P��� 23-117-23-32-0057
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Se tic Permit Sub-type(s): New Septic System
Permit Type: P
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 va►uation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Wayne Able Excavating OWNER: Susan Bailey
15630 Old Brickyard Rd. 2700 Hilldale Ave NE
Shakopee,MN 55379 St.Anthony,MN 55418
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
�L,�,�i.� �J .�a � L��t'�-
APPLICANT PERMITE NATURE SSUED BY SIGNATURE �
Copies: l-File(Signatures Required), 1-Applicant, I-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
�d9��/
- � c��l ti` '� 5/�o�
�/06�
/� � 10 SEPTIC SYSTEM PERNIIT APPLICATION
(�,�n ���.� Iley ParkwaY)
/�" l� � 5' S5323
�v ��- `3iC} ��e �/
tESS 390 Big Island
� /� ��8_��3��
vccupancy Type: Residential ✓ Commercial Other _
Permit Type: New or Replacement System $100.00 100.00
Repair E�tisting System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
-7 * See fee schedule for non-residenNal permit fees
5�� � �
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tc Owner's Name: Susan Bailey Phone Number: (612) 789-0545
Mailing Address: 2700 Hilldale Ave NE City: St. Anthorn Zip: 55418
Contractor's Name: � A►g� � ��;�nx. ' Phone Number: �.s a-�ys-���� '�
Mailing Address: 1 .��3 t'? c� i,C� �T'f�Ck-' ,��'c.�i City: SkA i�'o;�t Zip: �� 3 7 � ���
Rd
*** DO NOT MAIL PAYMENT WITH THIS APPLICATION***
GENERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Offices; however, permits will not be mailed out. The permit must be picked up in person
at the City Offices and work must not begin unless the permit card is on the job site.
2. Permits will be issued only to contractors holding a Minnesota Pollution Control
Agency(MPCA)Septic System Installers License.
3. All work must be done irr accordance with the approved septic system design. Design reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval"cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up but prior to sand placement(sand will be jar tested for silt content), and again
during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(where required)components are functional and comply with codes.
5. Individual holding MPCA Installers License shall be present during all inspections. A 24-hour
notice is required for all inspections.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
�� L I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet.
2. I will be installing the following: ��� S},-�
A. Tanks: Precast Concrete � Other Manufacturer l���wC�J �C
_ _ __- -
Tank Capacities: 1) iU � �al. 2) �ao�� gal 3) gal �3�v;�,Qf�S
B. Pump Station(if required)
Pump make&model (attach pump curve&
literature); system design requires gpm at feet of head.
High water alarm make&model . Outside
electrical work to be completed by installer electrician other.
C. Treatment System:
Trenches: s.f. Mound
Depth of rock below pipe " Rock bed dimensions ' x '
_ Drop Boxes Sand bed dimensions ' x '
Distribution Box Pressure Dist. Pipe Diam. "
Manifold Pipe Diam. "
D. Final Cover/Topsoil to be: borrowed from site
(show location on site plan)
trucked in
The undersigned hereby applies to the City ofOrono for issuance ofa septic system installation permit,
agrees to do all work in strict accordance with ordinances ofthe City and the regulations ofthe State
of Minnesota,and certifies hat all statements made on this application are complete,true and correct.
� , �,f
Signature of Applic Date: / ��� 7-6�p
MPCA License No. �� `( � �p�n��r�� � �` �-l S"=G �
Reset Form ���
Staff Review: Approval � Denial
Reviewer: ,I�� ,,,�_p, �] Date• � ' ��"� �
Reason for Denial:
�
, t , � ��T �1 �°��
S�P TESTING� �NC. Steven B. Schirmers MPCA Cert No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX (763) 497-5011
State License #394
CiTY OE ORON4
SEPTIC PERMIT ��AN EtEVi�W
September 28, 2005 1N5PECTOR,,,,,,.,,,�;���-�-�,...�..
pATE _____._PER�vftT N{�.
APPROVEA AS SI:�M{T'{'Etl
APPROYED WITki CORRE�TIOI�A A!l�DD?'�Y
Marallee Higgins xO�"'�"'�°Y�0'�OR��x�"�
390 Bi Island �`�`�'��� �����
9 tu hM aeapl�.aa+rilM dt�pP�YM�+w►a�ia�ow�
Orono, Henn. Co., MN ����10�'�"'°"'��"M'�
t�i�!f��LAtt Yt A�M�t�c�l►►t#�1.�
This site has an existing on-site sewage treatment system which is classified as non-
compliant, failing by the City of Orono.
This On-Site Sewage Treatment System is Designed for a Type 11, 3 bedroom home,
(300 gal/day) in accordance with the Minnesota Pollution Control Agency Chapter 7080
and local ordinances.
Approval will be needed to be 10' from the cabin & property line with the tanks & 10'
from the property line with the trench.
The soils on this site are a clay loam. No seasonally saturated soils were present to a
depth of 72" & 78". A standard trench system may be installed.
The soils at a depth of 24" & 30" have a percolation rate of 34.3 mpi.
The existing tanks were not found. The supply line will need to be excavated &
followed to the tank or tanks & abandon, pump & fill in the tank or tanks with dirt.
The supply line will need to be replumbed to enter the new tanks south of the cabin.
The 2 new 1000 gallon tanks will need effluent screens at the outlet of the 2nd tank.
Recommend to insulate the tank on the top & a minimum of 4' down the sides.
1
t ' ' .
r
Ail neighboring wells are located greater than 100' away from the proposed treatment
area.
Keep all heavy equipment off of the proposed treatment area before and after
construction. The treatment area should be marked off before construction. This
Design is not valid &the system will need to be relocated if failure to protect the areas
proposed for On-Site Sewage Treatment occurs.
With proper installation and maintenance, this system should have no problem in
treating septic effluent effectively.
Nothing other than human waste, toilet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Recommend Iron filters be diverted out of
the system. Recommend to divert the water softner also if the iron filter is diverted.
Garbage disposals are not recommended, due to adding more solids &fine solids
passing through to the system. Excessive amounts of soaps, antibacterial soaps,
cteaning agents, shower cleaners used every shower & chlorine agents may kill the
bacteria needed to treat septic effluent. Additives are not recommended. Recommend
to pump 8� clean your tanks through the manhole by a certified pumper every 2 years.
Check with your pumper to set up a schedule. Recommend laundering be limited to 3
to 4 loads per day.
CiyL�� ��
Steven B. Schirmers
2
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-.- � \ � Pc2J?ERTY OF= "�' ;.,'� Y`� �� i)�,,��,�,�� _
�1`'' c-�' �c,�� . �c�-- ��. \ I �Pelcolotion Tests Scale= '--"�� -
. ' V r;Soil Borings , �., �' �. '"� _,��. k';`�-�,.: .
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�8encf: Mork ,�._�. � ��'!:. `r��"���i..`: "'�
.^ Note� This system is to be co�structed to meet
- ihe MGnnesoia Pollution Contra Agency S-P TEST/NG/NC.
" ' Chapter 7080 & Local Ordinance ` ' _ �__
_ Qevqned By: �"'?-`:. :: .
� Note : Check all underground utilities Oo.e�-/�—'Y--=; �-1.763-497-3566
� ---- -------('--- eacisting grode -
I back fill�a'min. .
yYtl -
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SET- BACKS rake sidewalls 8� bottom to �
HOUSE System must be= remave smea�ing �� �� .
Tank �'_'� from property laies
�--'1�!-36--�
�_ from wells ` `"
�= from bldgs. TRENCH X— SECTiON <�.1�r�,�;:.�,s�; f:.-
_ y: � (min. of two trenches) 1►�'���R""�c'�.- S'�'�.4`�M��``�-..;r,
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Treotmerd area — from property lu�es (m� �jth 100�)
M�Wt�ot�5 -mAx. —�from wells ,. �:`, ,�f<: _,
��•�oP �3a�K F� _'from bldqs:�- , , µ
: --• '> 'from trees SOIL BORING ELEVATIONS
� , , � '—•'f r o m l o k e s 8�s t r e a m s A t I e Q s t 4 1/2�o f u n d i s h r b e d ea t h
�mu�. 4�� a q�,o ; � � between trer�cF�es TH al EL.— `�•`I
r �, s `_�--��--�_� � TH."2 EL.—3��R
Tank Tank ��_ ; ; � ;"� �--; Gtade 8 %slope TH.`3EL.-�� � ,
Drop to Tank '-J ,__, � •
��'����, �sT �-� TH"4 EL-
r��,��_
Min.I"to 8' ���`�` -8�.� �'`�`_ TH.`5 EL:-
t+Aax.t'to4' DROP BOXES A�'s"�-c��.�, �Ss(-,�a�o� �'�t.��t�a�',. ��o.�a_
.� .. ts�ou�v A-�'�(��-1k�•°i2,�
4 to 6 dia.pipe
SYSTEM OESK3N �
TYPE�.'S"i ;� BEOROOWI - Perodat'ion rate:'-I.`:' min./'nch (design�'� =-1� rtun/uxh)
Treatment mea r�equired w/�� of rock filter material �10'/0 =_,,�:�sq.ft of trench bottom aoea needed :`Y.��trench width= � "'` I'n.ft.of trench needed � rxxr�ber of drop bo�aes `="
� �:�.,,,.�';�.,
Number of tanks requiced,� , Ist tank/a��a go4, 2nd tankl.c�DJgol. minirrxrns '` 'S�C� �� be ��� �� ��)
Cleon rock=cu.yds. ( 3/4'�to 2 1/2��dia.,inGudes 2��obove pPe) 34 -lo`5�°�10�.15 �s-��i.�..�t����z �Sti'+��"-}'ti'1 �'�_`�
PROPERTY OF:1''�Y�t��...� 1.�1 L�U 1��
� 3�10 �:t�_� ��Ie��.�,�
04��o >'Yt Yl . ����.1 . L°0:
-. s-P� rEs irv� �c.
Note� When oor�stn�cting .trenches , tNs area should be shoped Note; Distonce from trtntrnent orea b neighboring wel►s— Desi ned 8 •-'"`� �- -�-� ''""`�
to divert run-off from entering treatment area. f'�'4�'`�`�"� '��� �� - 9 y�
Date=°�/�/o�, PH. 612-497-3566
�
, , V TRENCH�AND BED �VO�ZKSHEET � � ,,
, �. ..� ERAGE DESIGN F�,OW �`{-�'-�-� 3�^�. A•1; E�tlmal�d.S�wcp�Fbwa In 6allon�pe�Day �
A. Estimated. 300 gpd.(s�e.�IgureA-1). num •ro
or measured --- x y�(safety factor)_ --- �(� b�droOR1�' das�( Claw 11 aa�.ui ciau iv
B. Se tic tank ca aci a-/oo� 2 �o0 225 ieo oo9s
P P t}' gallona(see figure Gl) s aso 300 �i e or rne
�'�����'�� 4 600 37b 256 values
2. SOILS(Site evaluation data) ,.. ,. . , , . b . 7b0' � p4 In ihe
b ' .. 900 :" • 'b25 . 332 . Class I.
., C. Depth to restricting layer=_7 (p� �eet .~,,� ��` . � � �a5o ` ' boo. sio i4 or w
• �� D. Max depth of system Item 2C-3 ft= �o ft-3 ft=. 3,0� ft e �� 675 � coiumns.
E. Texture �-��4 �-����• PercolaHon ra#e 3 4,3 MPI `�S�'�`���'�� ����'�"'�Y
F. Soil Sizin Factor SS fi¢��""�"�'
$ ( F� a" o sqft/gpd(see f:gure D-15)
G. %Land 51ope %. , Gli Se tle 7bnk Ca edtie! In e0ons r
3. TRENCH oiBED BOTTOMAREA Numbuof Minimumliquid Liqutdcapeciry.wi�h �quidcapacity
T�. For trenches with 6 inches of rock below the pipe: e�"f �P��Y garbege di t '"�`�'�°�&
� lift lnside
A x F= n o d x a-t� sqft/gpd= oo sqft��-�5- � 2«i� � �so � »zs
I. For trenches with'42 inches of rock below the pipe: �)�-� . 3�a4 ��� isoo . �
A x F x 0.8=_evr d x sqft/gpd x,0.8= sqff ��s«9 s000 3�000° 300° ,
J. For trenches with 18 incl�ies of rock beiow ttie'pipe: �. �
A x F x 0.66=�oror d X sC]ft/gPd x 0.66= scjft ��r�������n+�+�d sou s�zing
K. For trenches with 24 inches of rock below the pipe: ..�,.tlo„ ,.. , s ,�,,�
A x F x 0.6=_�e�d x �qft/gpd x 0.6.= sqh m�"i'"°"�"`�'' �T"""^ p���K�j ''�°^
L. For gravity beds with 6 or 12 inches of rock�below the pipe; ' r..h.a„,o.a� co.:,...e,a o.,,
0.1 b S� � Medlum wnd O.BJ
1.5 x A x F=1.5 x_�nr d x sqft/gpd= sqft ,,,�,,.. p��M��in�d'^d 1.��
For pressure beds with 6 or 12 inches oE rock below the pipe; ;6�;; �r'�^ ���
»e� o�s sue 1o..n zoo
A x F= —ti'r d x sqft/gpd= Sq ft . . _° -s,��--
�6 to 60 Cl�y�o�m 2]p
s..�ar��y
4. DISTRIBUTION(Check 1 that apply) 5����■r
owr 61 b 120"' Cl.y �,2p
�Bed (<6%slope) Drop boxes(any slope) Ro�lc �,�,,,,,,,,,�,,, s�d��:y''
Trenches Distribution box(<3%) ��', Chamber ...,..�m.or np ,.�.�m�. �., .:
pr�uure dbMbutlon or wrid dl�trlbutlon wlth
ressure Gravity Gravelless ^O�^^�'>yx��tad��em.
. . "Soll hwln6�p%or inw..pne�nd plu�very Flne��nd
"'A�nound TW[b!Y�ed,
""M etho er per/onn�nn�y�hm mu�t M u�ed
5. SYSTEM WIDTH,LENGTH and VOLUME
M. Select trench width= 3•� ft D-9: Soll ChandediHa and Soll dzing
N. If using rock,divide bottom azea by width: (H,I,j,K or L)t j�c ' f�don(SS�fo�Gnvelles�Plpe
,ro�aUon n►. llneal reel�
sqft+ ft= lineal feet �`minutn/lneh) �ol!texturc gallon/day
Roek depth below distribution pipe plus OS foot times bottom area: Futer thu�Ql• c�s.�, — �
0.1 to 5 Medlum Sand 0.28
Rock depth in feet+OS feet x Area(H,I,J,K,or L) �,,,, s.,,d
(_�ft+0.5 ft)x sqft- cuft 6 iois s�dy�"to m o°.ii
Volume in cubic yards=volume in cuft divided by 27 31 to45 Sllt Iaam o6�
cuft.+27= cuyds 4s�o�o ci. io'.;,� ct� oaa
Weight of rock in tons=cubic yards times 1.4 ��dy�
cuyds x 1.4= tons '�OM'�''`h"' �•� —
O. If using 10"Gravelless Pipe, Flow(A)x Gravelless SSF(see fsgure D-9) S"`Yr�'y
__„eod x lineal feet Cl= 50���O°°O"'��OfQ"''ga�'�11Qn�.
�$� lineal feet Uie ry�tems for npidtypermeable�oila.
,�}, "So��having 50%w morc Ilne su�d+very l3ne sand.
P. If using Chambers,H,I,J,or K(based on hei t of charnber slats + »
b`• � 'Shc with ioo hlgh a percent�ge of elay for
W1C��l Of C�laIT1bES lIt feef� �+uuWtlon of a shndaed inground tystem.
�^�'�-- sqft+ 3, t� ft_ �.�r;�_ lineal feet �a�-�� -,�t-�.' �,,,, �,�;:_��. ��hF.►.�
6. LAWNAR�A � � � � �ssar-c ���t•,���� ��r`L�,�� :z ;,�q,�',,. :}..:- r�..�,...
�z�a A � #� .-�.,,. =o
Q. Select trench spacing,center to center= � feet �t.. � �
R. Multi ly trench spacing by lineal feet R x Q=sqh of lawn area '���d:+�rtn`�� �
�.ft x �� �;:'-1 eal feet= �':,�-sqft �?�,���`��s�� a�b� �-sa^Rock -
���'.�;c�i�g�.� rTs
"+a3: �b,t� 3/421/2"
� 7. LAYOUT . b�,�.v::�"b�y ��w�
�.�.•��, ���r
Include a drawing with scale(one inch=. 3O �eet). Show pertinent property,boundaries,rights-of-way,ease-
ments, location of house,garage,driveway,and.all other improvements, existing or proposed soil treatment system,
well and dimensions of all elevations,setbacks and separaHon distances.
I hereby cer'fy that/Lhave completed this work in accordance with applicable ordinances, rules and laws.
�=', �.,C.; �.T,_..�--=� (si ature 3��-
$n ) (license#) �l-a`�-p S� (date)
r �
� ,�7-P TESTING� INC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License #394
I�QGS OF SOIL BORINGS
Marallee Higgins
390 Big Island
Orono, Henn. Co., MN
Borings completed on 9-15-05, with a hand bucket auger.
BORING NUMBER 1- Elev.85.9 - NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 20" Brown clay loam 10YR 5/3
20" - 30" Yellowish brown clay loam 10YR 5/6
30" - 50" Yellowish brown loam 10YR 5/6
50" - 78" Yellowish brown loam 10YR 6/4
BORING NUMBER 2- EIev.90.0 - NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 24" Brown clay loam 10YR 5/3
24" - 48" Yellowish brown clay loam 10YR 5/6
48" - 72" Yellowish brown loam 10YR 6/4
BORING NUMBER 3- Elev.88.2 - NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 10" Topsoif dark brown loam 10YR 3/2
10" - 16" Brown clay loam 10YR 5/3
16" - 30" Yellowish brown clay loam 10YR 5/6
30" - 50" Yellowish brown loam 10YR 5/6
50" - 72" Yellowish brown loam 10YR 6/4
` CE�TIF`I(�TION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, Inc. on 9-1�-OS starting at 12:SOpm•
Test hole location�iggin�, 390 Big Island, Orono
Test hole number 1. Date test hole was prepared 9_15_OS•
Depth of hole bottom�4 inches. Diameter of hole�inches.
SOIL DATA FROM TE HO
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
12" - 20" Brown clay loam
20" - 24" Yellowish brown clay loam
Method of scratching sidewall is��. Depth of gravel in bottom of hole is 2 inches. Date and hour of initia.l
water filling 9�15-05, 1:OOnm. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is auto a�n tic siphon.
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes er inch Remarks
Water�emainin in test hole
12:50 1:20 6 7/8 34.3 30 m i n
1:27 1:57 6 7/8 34.3 30 min
1:58 2:28 6 7/8 34.3 30 min
Percolation rate=34.3 minutes per inch.
� �
�
`CERTIF'��.�ATION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing� Inc. on 9-16-05 starting at 12:51�m•
Test hole location Higg'�ng,390 Big Island, Orono.
Test hole number,�. Date test hole was prepared 9_15_OS•
Depth o�hole bottom�inches. Diameter of hole¢inches.
SOIL DATA FROM TEST HOL
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 24" Brown clay loam
24" - 30" Yellowish brown clay loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 9-15-05, 1:00.��. Depth of initial water filling is 12 ' ches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is �utomatic si�hon.
Maximum water depth above hole bottom during test is�inches.
� Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes er inch Remarks
12:40 refil I 6
12:51 1:21 6 1-1/2 20 30 min
1:26 1:56 6 1-1/2 20 30 min
1:b9 2:29 6 1-1/2 20 '30 min
Percolation rate=�Q._Q�ninutes per inch.
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CITY OF ORONO O�v"� CALLED IN �—D13_�� TI
INSPECTION NQ�ICE SCHEDULED -� -C� �e�c� �
� PERMIT N0.'� ��D � ���� ;=,
COM�ETED � .-��--=
• ADDRESS`� b I t S GI '
OWNER ��b �� � � � �� ry CONTR. �Y��
TELEPHONE NO. �� �� a� " ���
� DESCRIPTION S �) �- �
� 01 FOOTING 1 MECHANICAL RI �(�\'� 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL � 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAI 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL � 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL � �,���� 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES�j.�.(NO\ � �
� COMMENTS: ����,-�� �1 r �� ,�"?
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W �ORKSATISFACTORY:PROCEED I -..�� A�/ ❑ PR JECTCOMPLETE
�'r" ❑ZSORRECT WORK&PROCEED i!I� � ❑ IS UE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSP TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WlLL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR '� CITATION ISSUED
� INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �952� 249-46QQ
OwnerlContractor on site:
Inspector. l� . % ,��� ��=`
White Copyllnspector's File Canary CopylSife Notice